A repairability index for reinforced concrete members based on fracture mechanics

The values of the of corrosion rate corroborate the active passive state of the reinforce of 12 of the 18 rods of the exposed side, given that in 6 of them, two of the beam 5 of

Technical report, NCEER-89-0033, National Center for Earthquake Engineering Research, State University of New York at Buffalo.. Brencich, A., y

Model Code (Fib 2013) provides four fatigue design considerations according to level of sophistication: level I approximation is a qualitative verification that no variable action

The tests revealed that the proposed method of thermal-mechanical treatment of concrete debris from the demolition of structural elements of a 30-year-old industrial hall allows

Cohesive Zone Model formulations are more powerful than Fracture Mechanics approaches because they allow the prediction of both initiation and crack propaga- tion, and thus,

6 we discuss the interacting theory, outline the extension to quantum field theory, and discuss the issue of giving a sensible interpretation to negative norms, via a pos- tulate

In the second scenario (bottom panel), the Auger electron is ejected later, when the molecule has begun to dissociate, and transfers the recoil momentum to only one of the two

The QM/MM single point calculations performed using the input files generated provide a distribution of the property of interest A N , for example, (B) the absorption spectrum, (C)